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• <br />• <br />• <br />SEDCAD 4 for Windows <br />(:nrnrtinhl iowt.9nln P-i. I Crhwiah <br />Peak Elevation: 100.91 ft <br />Dewater Time: 0.74 days <br />Dewatenng time is calculated from peak stage to lowest spillway <br />Elevation- CaQacitL- Discharge Table <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />90.00 <br />0.050 <br />0.000 <br />0.000 <br />90.01 <br />0.050 <br />0.001 <br />0.000 <br />90.50 <br />0.061 <br />0.028 <br />0.000 <br />91.00 <br />0.072 <br />0.061 <br />0.000 <br />91.50 <br />0.085 <br />0.100 <br />0.000 <br />92.00 <br />0.098 <br />0.145 <br />0.000 <br />92.50 <br />0.113 <br />0.198 <br />0.000 <br />93.00 <br />0.128 <br />0.258 <br />0.000 <br />93.50 <br />0.145 <br />0.326 <br />0.000 <br />94.00 <br />0.162 <br />0.403 <br />0.000 <br />94.50 <br />0.181 <br />0.488 <br />0.000 <br />95.00 <br />0.200 <br />0.584 <br />0.000 <br />95.50 <br />0.215 <br />0.687 <br />0.000 <br />96.00 <br />0.231 <br />0.799 <br />0.000 <br />96.50 <br />0.248 <br />0.919 <br />0.000 <br />97.00 <br />0.265 <br />1.047 <br />0.000 <br />97.50 <br />0.283 <br />1.184 <br />0.000 <br />98.00 <br />0.301 <br />1.330 <br />0.000 <br />98.50 <br />0.320 <br />1.485 <br />0.000 <br />99.00 <br />0.339 <br />1.650 <br />0.000 <br />99.50 <br />0.359 <br />1.825 <br />0.000 <br />100.00 <br />0.380 <br />2.010 <br />0,000 <br />Spillway #1 <br />100.50 <br />0.463 <br />2.220 <br />3.625 <br />11.10 <br />100.91 <br />0.538 <br />2.427 <br />40.113 <br />6.60 Peak Stage <br />101.00 <br />0.554 <br />2.474 <br />48.400 <br />101.50 <br />0.653 <br />2.776 <br />99.605 <br />102.00 <br />0.761 <br />3.129 <br />167.398 <br />102.50 <br />0.876 <br />3.538 <br />249.224 <br />103.00 <br />1.000 <br />4.006 <br />344.812 <br />Detailed Discharge Table <br />Filename: EastTaylor East Trib Ditch 100 24.sc4 Printed 12 -27 -2010 <br />Exh. 7- 20E -13 Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />